A kind of combining structure reducing prestressd anchor cable loss
Technical field
The present invention relates to a kind of combining structure, be applicable to prestress anchorage cable or anchor pole.
Background technology
Current prestress anchorage cable (anchor pole) technology has been widely used in industrial civil building, bridge, mine construction, high gradient slope, the surrounding rock consolidation of large underground hole, the supporting of deep big foundation pit, the reinforcing of the dam foundation, and the going along with sb. to guard him and reinforcement of various building.The maximum feature of prestressed anchorage technology be disturbance as few as possible by the soil body of anchoring or rock mass, by anchor measure, take full advantage of the self-strength of rock mass or the soil body, thus greatly reduce supporting cost, be widely used.
In prestressed anchorage technology application process, the loss of anchoring prestress is the major issue that designer and supervisor of construction are concerned about, also relates to one of engineering safety whether key problem.Loss of prestress and material property, relevant by the crudy of anchoring medium mechanical characteristic, anchor clamp, construction technology and operation and management level.In engineering, in the prestressed applying process of anchor cable (anchor pole), because the supporting back side is uneven, it is comparatively large that passive channel-section steel bears prestressing force, and deflection is larger.When giving one of them anchor cable Shi Hanzhang, channel-section steel distortion can cause the contiguous loss of prestress being applied to design prestress anchorage cable, and distance is nearer, and loss of prestress is more, thus can not ensure requirement of engineering, even causes engineering safety accident.
Summary of the invention
Goal of the invention: in order to overcome the deficiencies in the prior art, the invention provides a kind of combining structure reducing prestressd anchor cable loss, makes simple, cheap, simple installation, can effectively reduce and even eliminate prestressd anchor cable loss.
Technical scheme: for achieving the above object, technical scheme of the present invention is as follows:
A kind of combining structure reducing prestressd anchor cable loss, comprise prestress anchorage cable, restricted spring moving structure, spring, termination fastener and channel-section steel, a described prestress anchorage cable part stretches in the anchor cable hole preset in Rock And Soil, another part exposes Rock And Soil, the sheathed spring in described prestress anchorage cable exposed portion, described channel steel support is arranged on the outside of spring, Rock And Soil is close in one end of described spring and channel-section steel, the other end of described spring exceeds the other end of channel-section steel, and spacing fixing by the restricted spring moving structure be arranged on channel-section steel; Fill slurries in described anchor cable hole, after grout cures, in installation termination, top, prestress anchorage cable exposed portion, fastener is fastening, and described termination fastener is by the other end Shi Hanzhang of spring.
Further, after fastening by termination fastener, the other end of described spring is still higher than the other end of channel-section steel, and the compress energy storage of spring is 80 ~ 100% of prestressd anchor cable.
Further, each combining structure comprises multiple assembled unit, each assembled unit in described combining structure shares two channel-section steels, each assembled unit also comprises a spring, a prestress anchorage cable and a restricted spring moving structure, described spring housing is located on prestress anchorage cable, and it is spacing fixing by restricted spring moving structure, described two channel-section steels are fixedly installed on the top and bottom of restricted spring moving structure dorsad, and Rock And Soil is close in one end of a groove side of described channel-section steel and spring, the other end of spring exceeds another groove side of channel-section steel.
Further, described restricted spring moving structure is hollow steel tube structure, is all welded with circular hole steel plate up and down, on described steel plate, the diameter of circular hole and the interior diameter of steel pipe etc. are large, the interior diameter of steel pipe is greater than the external diameter of spring slightly, and spring is arranged in steel pipe, and prestress anchorage cable passes from spring inner.
Further, described slurries can be cement paste or resin bonded body.
Beneficial effect: the present invention bears main prestressing force owing to adopting spring structure, during normal condition, spring free length is greater than channel-section steel height, according to the position of anchor cable, the structure of restricted spring movement is fixed on channel-section steel corresponding position, when Shi Hanzhang, spring is first stressed, when camber of spring to a certain extent time channel-section steel just start stressed, the spring without rigidity and different length can be selected according to different prestressing force sizes, thus control the stressed and distortion of channel-section steel, reduce the loss of prestressd anchor cable.This combining structure can effectively reduce the loss of prestress of anchor cable, makes simple, with low cost, easy for installation, anchor cable or anchor rod prestress structure all can be suitable for.
Accompanying drawing explanation
Accompanying drawing 1 is structural representation of the present invention.
Accompanying drawing 2 is partial enlarged drawing of the present invention.
Accompanying drawing 3 is Facad structure schematic diagram of the present invention.
In figure: 1-prestress anchorage cable (anchor pole); 2-restricted spring moving structure; 3-spring; 4-termination fastener; 5-channel-section steel; 6-anchor cable hole; 7-slurries; 8-Rock And Soil.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is further described.
As shown in Figure 1, a kind of combining structure reducing prestressd anchor cable loss, comprises prestress anchorage cable 1, restricted spring moving structure 2, spring 3, termination fastener 4 and channel-section steel 5.In project implementing process, first according to the anchor cable hole 6 that design attitude is preset in Rock And Soil 8, described prestress anchorage cable 1 part stretches in the anchor cable hole 6 preset in Rock And Soil 8, another part exposes Rock And Soil 8, the sheathed spring 3 in described prestress anchorage cable 1 exposed portion, described channel-section steel 5 supports the outside being arranged on spring 3, Rock And Soil 8 is close in one end of described spring 3 and channel-section steel 5, the other end of described spring 3 exceeds the other end of channel-section steel 5, and spacing fixing by the restricted spring moving structure 2 be arranged on channel-section steel 5.
Slurries 7 are filled in described anchor cable hole 6, after slurries 7 solidify, in installation termination, top, prestress anchorage cable 1 exposed portion, fastener 4 is fastening, Shi Hanzhang, when prestress value reaches designing requirement, fixing and locking termination fastener 4, described termination fastener 4 is by the other end Shi Hanzhang of spring 3.After fastening by termination fastener 4, the other end of described spring 3 is still higher than the other end of channel-section steel 5.Because certain Free Transform amount reserved by spring 3, first the prestressing force applied born by spring 3, and when spring 3 is compressed to highly identical with channel-section steel 5, remaining prestressing force is just born by channel-section steel 5, therefore channel-section steel 5 deflection reduces greatly, and adjacent prestress anchorage cable 1 loss of prestress reduces greatly.The present invention uses the spring 3 of different-stiffness and length according to different prestressing force.
Wherein, slurries 7 can be cement paste or resin bonded body etc.
As shown in Figures 2 and 3, each combining structure comprises multiple assembled unit, each assembled unit in described combining structure shares two channel-section steels 5, each assembled unit also comprises a spring 3, a prestress anchorage cable 1 and a restricted spring moving structure 2, described spring 3 is set on prestress anchorage cable 1, and it is spacing fixing by restricted spring moving structure 2, described restricted spring moving structure 2 is hollow steel tube structure, all be welded with circular hole steel plate up and down, on described steel plate, the diameter of circular hole and the interior diameter of steel pipe etc. are large, the interior diameter of steel pipe is greater than the external diameter of spring slightly, spring 3 is arranged in steel pipe, prestress anchorage cable 1 passes from spring 3 inside.Described two channel-section steels 5 are fixedly installed on the top and bottom of restricted spring moving structure 2 dorsad, and Rock And Soil 8 is close in one end of a groove side of described channel-section steel 5 and spring 3, and the other end of spring 3 exceeds another groove side of channel-section steel 5.
During construction, the prestressing force of 80% ~ 100% anchor cable 1 is born by the spring 3 of linear variable resistance, and by the effect of the linear deformation of spring 3 and accumulation of energy in advance, avoid because the back side out-of-flatness of traditional support channel-section steel 5 causes distortion, thus cause the prestressed loss of prestress anchorage cable 1 problem totally, this combining structure has, and makes simple, cheap, easy construction, installation is rapid, the plurality of advantages such as wide application.
The above is only the preferred embodiment of the present invention; be noted that for those skilled in the art; under the premise without departing from the principles of the invention, can also make some improvements and modifications, these improvements and modifications also should be considered as protection scope of the present invention.